Search results for "2010"

showing 10 items of 449 documents

Zvaigžņotā Debess: 2015, Vasara (228)

2015

Latvijas Universitāte

Debess spīdekļi 2015. gada vasarāElita Ansone “Saules sistēmas perspektīva”Ūdeņradis un ūdens uz Zemes un VisumāGalaktiku lauks Abell 2744Klaipēdas pulksteņu muzejsAstronomija un ģeodēzija Latvijā līdz 20. gadsimtamKepler-444 sistēma ar piecām mazām planētāmLVU astronomijas studenti – vēstules:NATURAL SCIENCES::Physics::Astronomy and astrophysics [Research Subject Categories]Atskats uz 2015. gada StarParty #13 jeb “Gaismu”LU profesors Jurijs Kuzmins (1940-2014Astromaģija kuru dēvē par astroloģijuSaules aptumsuma novērojumi LatvijāMatemātiķim Jānim Dambītim – 85Par astrofiziķim Hokingam veltītās filmas nosaukumu2015. gada pavasara ekvinokcijas nedēļaLatvijas 65. matemātikas olimpiādes 3. posma uzdevumiPN A66 33 un HD 83535 sastapšanāsAstronomija filatēlijā 2010-2013Pilnais Saules aptumsums Svalbārā
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Influence of design mistakes and material degradation on the collapse of a long-span RC roof in South Italy

2020

Abstract In 2004, during ordinary maintenance work, consisting in the waterproofing of a building located in the South of Italy, the long-span (14.50 m) in situ cast reinforced concrete (RC) roof partially collapsed. The building, constructed in 1950, was in service as a cinema up to 1967 and utilized as a school up to 1985. Finally, it was a hotel up to 2000. In 2004, when the building was not in service and underwent maintenance work, it partially collapsed under the dead load. After the collapse, which involved a large portion of the roof, several beams and two columns, the Court nominated a first Official Technical Consultant in order to investigate on the causes of failure and related …

Design mistakesEngineeringWaterproofingStructural systemCollapse (topology)020101 civil engineering02 engineering and technologyMaterial degradationSteel bar0201 civil engineering0203 mechanical engineeringNew roofForensic engineeringRetrofittingBuildingGeneral Materials ScienceRoofBond failurebusiness.industryGeneral EngineeringSettore ICAR/09 - Tecnica Delle Costruzioni020303 mechanical engineering & transportsWork (electrical)Structural loadbusinessSettore ICAR/08 - Scienza Delle CostruzioniRC
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Solutions for the Design and Increasing of Efficiency of Viscous Dampers

2016

In last decades many strategies for seismic vulnerability mitigation of structures have been studied and experimented; in particular energy dissipation by external devices assumes a great importance for the relative simplicity and efficacy. Among all possible approaches the use of fluid viscous dampers are very interesting, because of their velocity-dependent behaviour and relatively low costs. Application on buildings requires a specific study under seismic excitation and a particular attention on structural details. Nevertheless seismic codes give only general information and in most case the design of a such protection systems results difficult; this problem is relevant also in Italy whe…

DesignViscous damperGround motionComputer sciencebusiness.industryViscous damper0211 other engineering and technologies020101 civil engineering02 engineering and technologyBuilding and ConstructionStructural engineeringSeismic protection0201 civil engineeringSettore ICAR/09 - Tecnica Delle CostruzioniTime history021105 building & constructionSeismic protectionbusinessTime historyThe Open Construction and Building Technology Journal
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Microstructural analysis (Voigt function method) of mullite in whiteware triaxial porcelains

2020

Triaxial porcelains were produced of two whiteware blends containing kaolin B (of “high-crystallinity” kaolinite) or halloysitic kaolin M (also with “low-crystallinity” kaolinite) in two different industrial firing cycles (fast or slow) with final temperatures 1270 °C, 1300 °C, 1320 °C and 1340 °C. The crystalline microstructure of mullite in all porcelain samples was studied by X-ray diffraction through analysing 110 and 001 reflections using the Voigt function method and by optical and electron microscopy. Mean crystallite sizes were determined independently for both 110 and 001 diffraction directions as principal semi-quantitative characteristics for all sixteen specimens. They illustrat…

DiffractionMaterials science020101 civil engineeringMullite02 engineering and technologyengineering.materialWhitewareCrystallite sizeHalloysite0201 civil engineeringGeochemistry and PetrologyKaoliniteComposite materialMicrostructureVoigt profileTriaxial porcelainKaolinite crystallinityGeologyHalloysite021001 nanoscience & nanotechnologyMicrostructureX-ray diffractionMulliteX-ray crystallographyengineeringCrystallite0210 nano-technology
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Mechanical Behavior of Steel Fiber-Reinforced Concrete Beams Bonded with External Carbon Fiber Sheets

2017

This study investigates the mechanical behavior of steel fiber-reinforced concrete (SFRC) beams internally reinforced with steel bars and externally bonded with carbon fiber-reinforced polymer (CFRP) sheets fixed by adhesive and hybrid jointing techniques. In particular, attention is paid to the load resistance and failure modes of composite beams. The steel fibers were used to avoiding the rip-off failure of the concrete cover. The CFRP sheets were fixed to the concrete surface by epoxy adhesive as well as combined with various configurations of small-diameter steel pins for mechanical fastening to form a hybrid connection. Such hybrid jointing techniques were found to be particularly adva…

Digital image correlationMaterials science020101 civil engineering02 engineering and technologyFiber-reinforced concreteArticle0201 civil engineeringlaw.inventionBrittlenesslawResidual stressadhesive-mechanical connectionGeneral Materials ScienceFiberComposite materialexternal CFRP sheetsConcrete coverbusiness.industrydebonding failureStructural engineering021001 nanoscience & nanotechnologymechanical testingsteel fibers reinforced concreteadhesive-mechanical connection; debonding failure; external CFRP sheets; mechanical testing; steel fibers reinforced concreteAdhesiveDeformation (engineering)0210 nano-technologybusinessMaterials
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Experimental application of digital image correlation for the tensile characterization of basalt FRCM composites

2021

Abstract Composites made with inorganic matrix, namely fabric reinforced cementitious mortar (FRCM) composites are becoming widespread as strengthening materials for existing masonry structures. These composites are made of a dry grid of fibres embedded in an inorganic matrix. FRCMs can be considered a valid alternative to traditional organic composites such as fibre reinforced polymers (FRPs) because of their better compatibility with the masonry support. This work presents an experimental study for the tensile characterization of a basalt fabric reinforced cementitious mortar (BFRCM) composite. Tensile tests were carried out on coupons reinforced with one, two or three layers of grid to i…

Digital image correlationMaterials scienceDigital image correlation (DIC)Composite number0211 other engineering and technologies020101 civil engineering02 engineering and technologyBendingFRCMTensile tests0201 civil engineering021105 building & constructionUltimate tensile strengthGeneral Materials ScienceComposite materialCivil and Structural Engineeringbusiness.industryBuilding and ConstructionMasonryCrack patternCharacterization (materials science)Settore ICAR/09 - Tecnica Delle CostruzioniReinforcement ratioBasalt grid Crack pattern Digital image correlation (DIC) FRCM Reinforcement ratio Tensile testsCementitiousMortarbusinessBasalt grid
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Les jeunes diplômés de bac+5 s'estiment-ils compétents pour occuper leurs emplois ?

2015

En ligne sur http://www.cereq.fr/content/download/15730/126062/file/netdoc142.pdf; National audience; Quelles sont les compétences acquises en formation par les diplômés de l'enseignement supérieur et quelles sont celles, en regard, qui leur sont demandées pour exercer leur emploi ? A travers une évaluation, nécessairement subjective, de leurs compétences par les jeunes diplômés eux-mêmes, les écarts entre l'acquis en formation et le requis dans l'emploi sont mis en évidence. Les résultats présentés dans ce document s'appuient sur l'interrogation, au printemps 2014, d'un échantillon expérimental de l'enquête Génération 2010 constitué de diplômés de bac+5 interrogés par Internet. Ils portent…

Diplômé de l'enseignement supérieur[SHS.EDU]Humanities and Social Sciences/Education[SHS.EDU] Humanities and Social Sciences/Educationenseignement supérieurÉvaluation des compétences[ SHS.EDU ] Humanities and Social Sciences/EducationAuto-évaluationCOMPETENCEProfessionnalisationPROFESSIONNALISATION DE L'ENSEIGNEMENTNiveau de compétences[SHS]Humanities and Social SciencesENQUETE GENERATION 2010Enquête Génération 10SAVOIR PROFESSIONNELRELATION FORMATION-EMPLOI[SHS] Humanities and Social SciencesENSEIGNEMENT SUPERIEUR
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Calcification is not the Achilles'heel of cold-water corals in an acidifying ocean

2015

Ocean acidification is thought to be a major threat to coral reefs: laboratory evidence and CO2 seep research has shown adverse effects on many coral species, although a few are resilient. There are concerns that cold-water corals are even more vulnerable as they live in areas where aragonite saturation (Omega ara) is lower than in the tropics and is falling rapidly due to CO2 emissions. Here, we provide laboratory evidence that net (gross calcification minus dissolution) and gross calcification rates of three common cold-water corals, Caryophyllia smithii, Dendrophyllia cornigera, and Desmophyllum dianthus, are not affected by pCO2 levels expected for 2100 (pCO2 1058 µatm, Omega ara 1.29),…

Dissolution rateOcean Acidification International Coordination Centre (OA-ICC)TemperateIdentificationSalinityBicarbonate ion standard deviationinorganicAlkalinity total standard deviationAlkalinityExperimentTemperature waterCarbon inorganic dissolvedCalculated using seacarb after Nisumaa et al 2010Aragonite saturation stateRespiration rate oxygenAlkalinity totaltotalDesmophyllum dianthuspHRespirationTemperatureCalcification rate of calcium carbonatedissolvedLaboratory experimentCarbonate ionDeep seaPartial pressure of carbon dioxide (water) at sea surface temperature (wet air)Field experimentCarbon dioxide standard deviationTemperature water standard deviationContainers and aquaria 20 1000 L or 1 m 2Respiration rateEarth System ResearchContainers and aquaria (20-1000 L or &lt; 1 m**2)standard deviationCalcification/DissolutionPotentiometric titrationCalcite saturation statePotentiometricwaterPartial pressure of carbon dioxideCaryophyllia smithiiContainers and aquaria (20-1000 L or < 1 m**2)Dendrophyllia cornigeraFigureAragonite saturation state standard deviationBenthosCnidariaOcean Acidification International Coordination Centre OA ICCMediterranean SeaAnimaliaBicarbonate ionCalculated using seacarb after Nisumaa et al. (2010)SpeciesCalculated using CO2SYSfungiEvent labelDeep-seaPartial pressure of carbon dioxide standard deviationCarbonate system computation flagpH standard deviationCarbonate ion standard deviationbiochemical phenomena metabolism and nutritionFugacity of carbon dioxide (water) at sea surface temperature (wet air)CarbonTreatmentPartial pressure of carbon dioxide water at sea surface temperature wet airCarbon dioxideSingle speciesCalcification DissolutionFugacity of carbon dioxide water at sea surface temperature wet airBenthic animalsoxygen
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Targeted steel frames by means of innovative moment resisting connections

2021

Abstract The present paper proposes the use of stepped cross section devices on steel frames aiming at reproducing a pre-established target push-over curve. To this aim a Limited Resistance Plastic Device (LRPD) to be inserted along selected structural members is proposed. The following two main specific features for LRPD are required: any elastic flexural stiffness variation of the original selected member must be avoided; an ultimate plastic bending moment value equal to an assigned percentage of the original limit resistance value must be ensured. Steel frames equipped with LRPD are modeled by means of an extension of a recently proposed Fibre Smart Displacement Based (FSDB) beam element…

Distributed plasticityOptimal designComputer science020101 civil engineeringSteel frames02 engineering and technology0915 Interdisciplinary EngineeringCivil Engineering0905 Civil Engineering0201 civil engineeringCross section (physics)Distributed plasticity FSDB model Innovative RBS connections Minimum volume design Steel frames0203 mechanical engineeringmedicineCivil and Structural Engineeringbusiness.industryFSDB modelMetals and AlloysStiffnessFlexural rigidity1202 BuildingBuilding and ConstructionStructural engineeringFinite element methodMoment (mathematics)020303 mechanical engineering & transportsMinimum volume designMechanics of MaterialsPlastic bendingmedicine.symptombusinessSettore ICAR/08 - Scienza Delle CostruzioniBeam (structure)Innovative RBS connections
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Les débuts de carrière des docteurs? : une forte différenciation des trajectoires professionnelles

2017

International audience

DocteurEmploi des diplômés de l'enseignement supérieur[SHS.EDU]Humanities and Social Sciences/Education[SHS.EDU] Humanities and Social Sciences/EducationTrajectoire professionnelle[ SHS.EDU ] Humanities and Social Sciences/EducationRecherche scientifiqueGénération 2010ComputingMilieux_MISCELLANEOUSRD
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